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US4283941A Expired / Lapsed US ⏱️ 0.0 years remaining

Double shear beam strain gage load cell

Assignee: Individual
•
Filing: 1979-05-08
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Granted: 1981-08-18
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Expires: 1999-05-08
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Abstract

Abstract A double shear beam strain gage load cell having an essentially U-shaped structure with a movable element disposed therebetween, the movable element being coupled to the legs of the U-shaped structure by a pair of shear beams carrying strain gages. The load cell may also include overload protective means to prevent damage to the shear beams.

Inventors

  • 👤 Ali U. Kutsay

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-02 22:20
CPC Classifications
G; G01; G01L; G01L1/00; G01L1/20; G01L1/22; G01L1/2206; G01L1/2218; G01L1/2225

Claims Analysis

Total Claims: 2
Claim 1
Independent Claim 290 words
A strain gage load cell of unitary construction for the measurement of axial loads and capable of substantially resisting lateral loads which adversely affect the measurement of axial loads comprising a relatively thick rectangular block of material, said block having a pair of recesses in one edge thereof, each of said recesses extending from a point spaced from one edge to a point spaced from the center and forming a central element of substantial area, said block further including a pair of elongated slots extending through said block at points spaced from the first said recesses and substantially parallel therewith and a narrow elongated slot connecting said pair of slots, the last said slots forming a discrete central element supported by substantially uniform elongated rectangular shear beams formed by said recesses and said pair of slots, said block further including an opening extending from one edge thereof and centrally through said shear beams and central element, pairs of strain gages mounted within said opening and positioned centrally of said shear beams, the gages of each pair being disposed at 90° one relative to the other and at 45° relative to the axis of the associated shear beam and means for applying an axial stress to be measured between said central element and the opposing surface of said block, said narrow elongated slot being of U-shaped configuration forming a centrally disposed recess in said block and an elongated central element extending into said recess, said block further including a second opening extending therethrough and through said elongated central element and a shear pin extending through the last said opening, said shear pin and the last said opening having clearance therebetween to limit the deflection of said central element under axial stress.
Claim 2
Dependent Claim 290 words
A strain gage load cell of unitary construction for the measurement of axial loads and capable of substantially resisting lateral loads which adversely affect the measurement of axial loads comprising a relatively thick rectangular block of material, said block having a pair of recesses in one edge thereof, each of said recesses extending from a point spaced from one edge to a point spaced from the center and forming a central element of substantial area, said block further including a pair of elongated slots extending through said block at points spaced from the first said recesses and substantially parallel therewith and a narrow elongated slot connecting said pair of slots, the last said slots forming a discrete central element supported by substantially uniform elongated rectangular shear beams formed by said recesses and said pair of slots, said block further including an opening extending from one edge thereof and centrally through said shear beams and central element, pairs of strain gages mounted within said opening and positioned centrally of said shear beams, the gages of each pair being disposed at 90° one relative to the other and at 45° relative to the axis of the associated shear beam and means for applying an axial stress to be measured between said central element and the opposing surface of said block, said narrow elongated slot being of U-shaped configuration forming a centrally disposed recess in said block and an elongated central element extending into said recess, said block further including a second opening extending therethrough and through said elongated central element and a shear pin extending through the last said opening, said shear pin and the last said opening having clearance therebetween to limit the deflection of said central element under axial stress.

References Cited (Backward Citations)

US2741120A Cited
US3196676A Cited
US3365689A Cited
US3513431A Cited
US3646809A Cited
US3706349A Cited
US3712123A Cited
US3943761A Cited
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USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1984-08-17 1985-02-16 1985-08-18 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1988-08-17 1989-02-16 1989-08-18 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1992-08-17 1993-02-16 1993-08-18 $7700.00 Window Closed / Lapsed

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